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The Structural Engineer, Volume 52, Issue 12, 1974
The application of yield line theory to the ultimate load design of reinforced concrete skew slabs is considered in some detail. With a view to application in highway bridge design, the HA and HB load systems are considered. Bridge slabs with parallel and non-parallel abutments are investigated and the theoretical development is accompanied by the results of a series of experiments on model concrete slabs. K.K. Gangopadhyay and W.M. Jenkins
The paper is concerned with arbitrations and litigation in the construction industry. It outlines the problems of appearing as an expert witness and the difficulties which may occur in the presenting of technical evidence for the consideration and judgement of lay persons. Thomas Akroyd